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HALF WALL <br />UV CAP <br />(2) LAYERS OF 3/4' PLYLJOOD <br />OR (2) LAYERS OF 3/4' 6UD <br />FLOOR MATERIAL RIP& FOR g'.0. <br />SOLID NAILMG <br />AHU <br />6ECURE TREAD6 TO 6TRMGER T40 <br />LA U N <br />3/4• "FLOOR <br />UVr3P6 3' SQ6°W6 • EA GLUED A SOIIEWED <br />. <br />6TRI Jmpk UNTHREADED SHANK PER FASTENER <br />TO EXTEND BEYOND TNICI:2ES6 OC 4OL LE <br />THE CLEAR SPACE BETWEEN <br />Or &O-FLOOR 6HEATHavr., <br />9'-4 3/4' 2ND FIN. FLR <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />C <br />/ I <br />HANDRAIL 6 36' <br />AS PER FBCR R311.1.82 <br />JL/_ <br />W-O' BRG. HGT. <br />W/ 2X4 M-INFORCING <br />/ <br />i <br />PRE•ENG'FFLOOG <br />(TEM FLodlc <br />NOTE: <br />4r K 1/2ero <br />WALE <br />/ <br />6Ee <br />pRA lt4 6HINT) <br />D <br />w <br />3/4' KICK <br />/ <br />AIR <br />Gram, RISERS ro CONFORM ro FOCR <br />6TH EDITION (20n) <br />HANDRAIL ENDS SHALL BE <br />RETUNED TO THE WALL OR <br />i <br />PLAIE <br />/ <br />nIN. MAN RISER.T 3u <br />TERMINATE INTO A NEWEL <br />9 <br />E <br />1• MAX, <br />N08ttJG / <br />TdIR DATA: <br />15R 6 1.52' <br />MAX V R <br />g/y,• MAX, VARIATION M <br />RISER6/TREADS ADJACENT TO EACH <br />POST. <br />w <br />7? d <br />10, <br />MIR <br />/ <br />14 TREADS • <br />OTHER 3/6' MAX VARIATION IN ANY <br />3 <br />/ <br />S T O R <br />10'+ I' NOSING <br />RI6ER/TREAD HANDRAIL GRCULAR <br />OR SECTDE A I V4' .-V4' <br />O VALEE NTT <br />R PR EQUIVALENT <br />. <br />/ <br />GRAWADILITY 04DERS• MM. 6' DUDE . <br />/ <br />NARROW END MR 11' UOTH • 12' FROM <br />NOTE: <br />/ <br />NARROW END 34' MM. HANDRAIL MT. <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />/ <br />RE ESPOOI ED <br />DIAMETER OF 1i't 2' OR A NONCIRCULAR GROSS SECTION WITH A <br />UUk2 4x&mF <br />UVCONT. DEAD OF <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />a o <br />UD S-FLOOR ADHESIVE <br />PL-400 OR GMILARE . <br />EA HORIZONTAL RUN <br />eTaRS SMALL HAVE uuUNDER <br />6TAIR WWACL AND ANY 6OFFlM <br />A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />/ <br />: <br />PROTECTED ON THE ENCL08ED SIDE <br />UTH V2' GYPMM DOARDQ FDCR 302.1 <br />RA 22 x n 6TRnaam <br />2. THIS RAILIWx SYSTEM 15 DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOPPLATE <br />0 <br />/ <br />6ECURE Wma 6'-6' oc. <br />FOR A CONCENTRATED LOAD OF 200 FOUNDS APPLIED IN ANY <br />0'-W FIN. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />m <br />n MO er�NAJL 22XX4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />"EPER INTO GLAD UTHM 6' <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2017 <br />OF EACH DO, 32. OL. MAX <br />BAR DETAIL <br />A SCALE:Ia'•I'-0' <br />B STAIR ®SECTION <br />C HAN/DRAIL SECTION <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003326 <br />Y <br />ppp <br />lso <br />9s <br />$ <br />tltl!! <br />y <br />a <br />aURDIV. a6 LOT: <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />PROJECT# <br />04181.000-10151 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 911Ir7G: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />%160 MPH EXP. C <br />3. <br />F-PRTNTDA 1M 08/13/20 <br />aCALE: 1/4"=1'-0" <br />BHMET <br />Al <br />